Share:

WOODLEY RD over PRIMROSE DITCH

Map 

Coordinates:
+32.33383, -86.27037
32°20'02" N, 86°16'13" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:WOODLEY RD over PRIMROSE DITCH
Structure number:004579
Old structure number:0000001551M0230 (from 1992 edition)
Location:300 FT N OF WAVERLY RD
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:9.8 ft. [3.0 m]
Total length:32.2 ft. [9.8 m]
Owner:City or Municipal Highway Agency [04]
Year built:1953
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 13.5 / H 15 [2]
Number of main spans:3
Main spans material:Concrete continuous [2]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: June 2014 

Status:Open, no restriction [A]
Average daily traffic:4,500 [as of 1992]
Truck traffic:1% of total traffic
Structural appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Better than present minimum criteria [7]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Culvert condition:Deterioration or initial disintegration, minor chloride contamination, cracking with some leaching, or spalls on concrete or masonry walls and slabs. Local minor scouring at curtain walls, wingwalls or pipes. Metal culverts have a smooth curvature, non-symmetrical shape, significant corrosion or moderate pitting. [6]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:67.7 tons [61.5 metric tons]
Inventory rating:40.6 tons [36.9 metric tons]
Sufficiency rating:96.6
Estimated cost of work:$563,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
June 201496.6Not deficient---4500
June 201296.6Not deficient---4500
June 201096.6Not deficient---4500
June 200875.0Not deficient---4500
June 200675.0Not deficient---4500
June 200475.0Not deficient---4500
May 200275.0Not deficient---4500
June 200075.0Not deficient---4500
June 199875.2Not deficient---4500
June 199675.0Not deficient---4500
September 199475.1Not deficient---4500
October 199278.1Not deficient---4500
August 199085.2Not deficient---4500